A proposed embankment fill requires 7800 ft³3 of compacted soil. The void ratio of the compacted fill is specified as 0.7. Four borrow pits are available as below, which list the respective void ratios of the soil and the cost per cubic feet for moving the soil to the proposed construction site. Make the necessary calculations to determine the total cost for each pit. Assume the specific gravity of soil solids, Gs to be the same at all pits. 1. Calculate the volume of solid (Vs) = ft3 Borrow Pit A: void ratio = 0.85 and the unit cost = $ 6 /ft3 2. Calculate the total cost to pay to Pit A = Borrow Pit B: void ratio = 0.92 and the unit cost = $ 6 /ft3 3. Calculate the total cost to pay to Pit B =

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Please round to the nearest One (i.e., 1).
PLEASE DO NOT USE COMMA(S) ON YOUR ANSWER!!!
A proposed embankment fill requires 7800 ft³3 of compacted soil. The void ratio of the
compacted fill is specified as 0.7. Four borrow pits are available as below, which list the
respective void ratios of the soil and the cost per cubic feet for moving the soil to the proposed
construction site. Make the necessary calculations to determine the total cost for each pit.
Assume the specific gravity of soil solids, Gs to be the same at all pits.
1. Calculate the volume of solid (Vs) =
ft3
Borrow Pit A: void ratio = 0.85 and the unit cost = $ 6 /ft3
2. Calculate the total cost to pay to Pit A =
Borrow Pit B: void ratio = 0.92 and the unit cost = $ 6 /ft3
3. Calculate the total cost to pay to Pit B =
Borrow Pit C: void ratio = 1.25 and the unit cost = $ 4 /ft3
4. Calculate the total cost to pay to Pit C =
Borrow Pit D: void ratio = 1.13 and the unit cost = $ 5 /ft3
5. Calculate the total cost to pay to Pit D =
Transcribed Image Text:Please round to the nearest One (i.e., 1). PLEASE DO NOT USE COMMA(S) ON YOUR ANSWER!!! A proposed embankment fill requires 7800 ft³3 of compacted soil. The void ratio of the compacted fill is specified as 0.7. Four borrow pits are available as below, which list the respective void ratios of the soil and the cost per cubic feet for moving the soil to the proposed construction site. Make the necessary calculations to determine the total cost for each pit. Assume the specific gravity of soil solids, Gs to be the same at all pits. 1. Calculate the volume of solid (Vs) = ft3 Borrow Pit A: void ratio = 0.85 and the unit cost = $ 6 /ft3 2. Calculate the total cost to pay to Pit A = Borrow Pit B: void ratio = 0.92 and the unit cost = $ 6 /ft3 3. Calculate the total cost to pay to Pit B = Borrow Pit C: void ratio = 1.25 and the unit cost = $ 4 /ft3 4. Calculate the total cost to pay to Pit C = Borrow Pit D: void ratio = 1.13 and the unit cost = $ 5 /ft3 5. Calculate the total cost to pay to Pit D =
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